A21 - W912PM21Q0027(Falls Gates Plans)(issued).PDF
PDF 7 MB Posted
- Attached to
- Hydraulic Steel Structure Fabrication of Vertical Lift Gate, Emergency Gate, and Service Gate
- Solicitation number
- W912PM21Q0027
About this file
This document combines a solicitation with plans for hydraulic steel structures required for gates at Falls Lake Dam. The U.S. Army Corps of Engineers seeks quotes by September 13, 2021 for the fabrication, assembly, painting, and delivery of two gates - an emergency gate measuring 19'10" x 9'9" and a service gate measuring 19'8" x 9'3" with a 1' x 1' piggyback gate. The gates are vertical lift structures constructed of structural steel with skin plate, seals, and a 45-degree bottom lip. Side and top seals are J-type rubber, and bottom seals are rectangular. Each gate will have six 16" diameter fixed wheels mounted on cantilever axles. Total weight of each gate is approximately 17,000 pounds. Delivery is required to the dam in Wake County, North Carolina. Quotes shall be submitted electronically in PDF format by the specified deadline, and award will be made to the lowest priced technically acceptable offeror.
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SHEET
NUMBER SHEET TITLE
G‐002 INDEX TO DRAWINGS ‐ PROJECT LOCATION MAP ‐ VICINITY MAPS
S‐401 FALLS SERVICE GATE ‐ PLANS, ELEVATIONS AND SECTIONS
S‐402 FALLS EMERGENCY GATE ‐ PLANS, ELEVATIONS AND SECTIONS
S‐501 FALLS SERVICE GATE ‐ DETAILS
S‐502 FALLS EMERGENCY GATE ‐ DETAILS
S‐503 FALLS SERVICE AND EMERGENCY GATE ‐ MISCELLANEOUS DETAILS
S‐701 FALLS SERVICE GATE ‐ CONTROL DIMENSIONS
S‐702 FALLS EMERGENCY GATE ‐ CONTROL DIMENSIONS
M‐201 FALLS SERVICE GATE ‐ HOIST DETAILS
M‐202 FALLS EMERGENCY GATE ‐ HOIST ASSEMBLY & DETAILS
M‐501 SERVICE/EMERGENCY GATE ‐ WHEEL & AXLE ASSEMBLY
M‐502 SERVICE/EMERGENCY GATE ‐ WHEEL & AXLE COMPONENTS
M‐503 SERVICE/EMERGENCY GATE ‐ STEM GUIDE ASSEMBLY
M‐504 SERVICE/EMERGENCY GATE ‐ STEM GUIDE & GUIDE SHOE DETAILS
M‐505 SERVICE/EMERGENCY GATE ‐ STEM DETAILS
M‐506 SERVIGE GATE ‐ PIGGY BACK GATE ASSEMBLY & OPERATOR DETAILS
M‐507 SERVIGE GATE ‐ PIGGY BACK EQUIPMENT MECHANICAL DETAILS
RM‐001 (FALLS) PIGGYBACK GATE AND OPERATOR DETAILS
INDEX TO DRAWINGS
9'-3"
EDGE TO EDGE OF VERTICAL END PLS
8'-11�"
GATE SYMMETRIC
1'-4"
½" SKIN PL.
RUBBER SEAL, TYP.
SEE M-501 FOR
WHEEL ASSEMBLY
DETAILS ¼" FULL DEPTH
INTERCOSTAL PL. AT
WHEEL LOCATION LIFTING LUG CFCM) TYP.
PLAN VIEW
SCALE: 1"•1'-0"
LrnNG LUG <FCM), TYP.$
3/4" D.S. FLANGE PL. ------...._
12"x12"
SLUICE GATE
SEE DETAIL
Q_ t-
CX)
6%"
M I I I
I I
SHEET M-507----+------f'r+--ir-tli
<$ U.S. AND D.S. FLANGE
PLATES TO BE SINGLE
PLATES FULL HEIGHT
1 1/a" END PL.
WHEEL ASSEMBLY
SEE SHEET M-501
DOWNSTREAM ELEVATION
SCALE: ½"•1'-0"
J SEAL AND ¾"
SEAL PL, TYPICAL
%" WEB PL.
½" SKIN PL.
¾" INTERCOST AL PL.
¼" INTERCOST AL PL.
AT WHEEL LOCATIONS
3" DIA. HOLE :!::8:88�
FOR WHEEL
ASSEMBLY CTYP.)
%" INTERCOST AL
PL. AT NO
WHEEL LOCATIONS
¾" WEB PL. CTYP.)
¾" D.S. FLANGE PL.
%" U.S. FLANGE PL.
BOTTOM SEAL
AND ¾" SEAL PL.
NOTES:
ANODES NOT
(0
CX)'
r--.
io
(0 io' io
(0 io
%" U.S. FLANGE PL.
PL.
SHOWN FOR CLARITY.
SECTION
SCALE: ½"•1'-0"
5"
1'-6" 9'-3"
½" SKIN PL.
¾"x 5"
INTERCOST AL
1'-3 1/4"
SECTION
LIFTING LUG CFCM), TYP.
11/a"
5" DIA. HOLE :!:: 8:88�
FOR WHEEL AXEL
ASSEMBLY CTYP.>
GATE STAMP.SEE
NOTE 9 SHEET S-401
GUIDE BLOCK
LEFT VIEW
SCALE: ½"•1'-0"
1'-6" 1'-4"
1 1/a" VERTICAL
END PL.
¾" WEB PL.
1'-31/4"
¾" D.S. FLANGE PL.
2" DRAIN HOLE, TYP.
NOTES:
TOP SEALS, BOTTOM SEALS
AND WHEEL ASSEMBLIES
NOT SHOWN FOR CLARITY.
GENERAL NOTES:
1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM
DESIGNATIONS DEFINED IN SPECIFICATIONS SECTION 05 59 13 .
2. TOP AND BOTTOM GIRDERS DO NOT CONTAIN DRAIN HOLES OR
WELD ACCESS HOLES.
3. FRACTURE CRITICAL MEMBERS ARE DENOTED AS "FCM" ON THE
CONTRACT DRAWINGS. ALL MEMBERS IDENTIFIED AS FCM SHALL
CONFORM TO THE REQUIREMENTS DEFINED IN SPECIFICATION
SECTION 05 59 13.
4. ALL WELDS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED .
5. FILLET WELDS TO BE USED IN FABRICATION SHALL BE 1/4"
UNLESS NOTED OTHERWISE .
6. PAINT IN ACCORDANCE WITH SPECIFICATION SECTION 09 97 02
PAINTIING: HYDRAULIC STRUCTURES.
7. RUBBER SEALS SHALL BE CONTINUOUS AND WATERTIGHT WITH
VULCANIZED SPLICES .
8. ALL WELD ACESS HOLES FOR ROLLED WIDE FLANGE MEMBERS
SHALL BE DETAILED AND DIMENSIONED PER THE REQUIREMENTS
DEFINED IN AISC.
9. BOTH GATES SHALL BE STAMPED ON BOTH VERTICAL END
BEAMS USING LOW STRESS STEEL STAMPS AS SHOWN IN VIEW
"B" ON THIS SHEET, VIEW "B" OF SHEET S-402, AND VIEW C OF
SHEET S-403. THE LETTERING SHALL BE ¾" IN HEIGHT AND
SHALL BE 5'-0" FROM THE BOTTOM OF THE GATE AND
CENTERED. THE DESIGN HEAD, WEIGHT IN POUNDS AND YEAR
FABRICATED SHALL BE INCLUDED IN THE ST AMP. "XX,XXX" IS A
PLACEHOLDER FOR THE WEIGHT OF THE GATE. "XXXX" IS A
PLACEHOLDER FOR THE YEAR FABRICATED. THE STAMPING
METHOD USED SHALL NOT AFFECT THE STRENGTH CAPACITY OF
THE VERTICAL END BEAM. THE DESIGN HEAD FOR FALLS IS 93.65
FEET .
SCALE: ½" • 1'-0"
0 1' 2' 4'
SCALE: 1"•1'-0"
1' 6" 0 1' 2' ils Army Corps of Engineers•
Iii e> z
(I) z i=
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(/) I-m � _Jw _J _J <C.w LL (I)
SHEET ID
S-401
(NOTE 2)
STUD BOLTS
(SEE M-503)
STEM GUIDE
S
T R
O K
E
J F
U H
R
M-201
R S
P A
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S
J F
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P A
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M-201
A
0 1' 2' 3'
"=1'4
3SCALE:
A
M-201
A
M-201
N .P
A Y
N E
J U
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MK. M-505-9
MK M-505-1
EL. 242.0
FOR GATE DETAILS
DWG. S-401
REFER TO NOTE:
EL. 264.0
EL. 244.86
EL. 242.0EL. 242.0
MK M-505-1
MK M-505-8
MK M-505-6
MK M-505-7
FLOW
EL. 219.90
EL. 200.0 (GATE CLOSED)
PAINT ALL COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.
FROM THE ORIGINAL CONSTRUCTION DRAWINGS.
ALL ELEVATIONS SHOWN ON THIS DRAWING & ON DRAWING M-202 ARE
COMPONENTS FULLY ASSEMBLED WITH BOLTS & THREADED CONNECTIONS HAND TIGHTENED.
HOLES IN 6" 400 LB PIPE FLANGES. THE STEM ASSEMBLIES SHALL BE PROVIDED WITH ALL SECTIONS & SUB
AT ALL PIPE STEM FLANGE CONNECTIONS. BOLTS SHALL BE SIZED TO MATCH
PROVIDE (12) ASTM F3125 GR. 325 BOLTS WITH MATCHING NUTS & 2" OD WASHERS
EQUIPMENT INSTALLATION WILL BE BY OTHERS.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING GATE, STEM ASSEMBLY, & STEM GUIDES AS INDICATED.
4.
3.
2.
1.
GRADE 8
STEEL - SAE J429
HEX HEAD CAP SCREW
" - 132
ELEVATION
DOWNSTREAM
NOTES:
SERVICE GATE - FALLS DAM
COORDINATE DRAWING REFERENCE WITH STRUCTURAL
" DIA. ROD2
10" DIA. BORE
CYLINDER BORE
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8"
2'-0"
"8 38'-9
"8 310'-1
"2 11'-0
(SEE M-503)
STEM GUIDE
M-202
J F
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H O
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B L
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A
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S
F A
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M E
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A T
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R S
P A
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S
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A
M-202
A
M-202
A
M-202
0 1' 2' 3'
"=1'4
3SCALE:
B
M-202
B O T T O
M P
L.
T Y P
R
M-202
B
M-202
B
0 6" 1' 2'
"=1'2
1SCALE: 1
MAKE: 1
MK M-202-1
ASTM A53-18, TYPE S, GR. B
MATERIAL: ATSM A709-18 GR. 50 &
UNIT WT: APPROX. 1070 lb.
N .P
A Y
N E
J U
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0 1' 2' 3'
"=1'4
3SCALE:
MK. M-202-1
PIPE STEM LC
MK M-505-9
L PIPE STEMC
(NOTE 2 ON M-201)
STUD BOLTS
(NOTE 2 M-201)
STUD BOLTS
(SEE STRUCTURAL DRAWINGS)
MK M-505-2 MK M-505-2
FOR GATE DETAILS
DWG. S-402
REFER TO
NOTE:
FLOW
EL. 264.0
EL. 242.0
19'-6" STROKE
MK M-505-6
MK M-505-8
EL. 220.0
MK M-505-7
EL. 200.0 (GATE CLOSED)
GRADE 8
STEEL - SAE J429
HEX HEAD CAP SCREW
"-132
" DIA. ROD2
10" DIA. BORE
CYLINDER BORE (TYP.- 2 PLCS)
PIPE FLANGE
FLANGE TO ACCEPT
MACHINE BOTTOM
CL
TYP.
PLAN VIEW FROM TOP
CYLINDER CONNECTION
NOTCHED PIPE FOR
REMOVED TO ACCEPT
AREA OF FLANGE TO BE
CL EMERGENCY GATE YOKE
L
BOTTOM PLATE
"8 7" x 10'-72
1" x 1'-04 3P
L " x 2'-0"4 3" x 104
3P
(TOP PLATE)
"8 7" x 10'-72
1" x 114 3P L
BUILT UP BEAM
CJP, 100% UT, TYP.
L
TYP.- NOTE 4
SYM. ABOUT CL
STRONG)
EXTRA
(DOUBLE
6" DIA. PIPE 16
"8 7" x 10'-716
11" x 1'-22 1P
ELEVATION
L " x 2'-0"4 3" x 104
3P
FOR CYLINDER CONNECTION
WELDED FLANGE CONNECTOR
EXTRA STRONG)
6" PIPE (DOUBLE
ACCEPT PIPE & WELD
WEB. CUT FLANGE TO
NOTCH PIPE TO FIT OVER
NOTE: PAINT IN ACCORDANCE WITH 09 97 02.
5.
4.
3.
2.
1.
NOTES:
GATE HOIST YOKE
L " x 2'-0"4 3" x 104
3P
L " x 2'-0"4 3" x 104
3P
CONTRACT SPECIFICATIONS.
PAINT ALL COMPONENTS IN ACCORDANCE WITH THE
WELDS HAVING A MINIMUM SIZE OF 5/16".
JOIN XXS PIPE TO PLATES AT ALL JOINTS USING FILLET
B8M CL. 2.
FASTENERS SHALL BE ASTM A193 GR.
UNLESS OTHERWISE SPECIFIED, STAINLESS STEEL
TO WITHIN ±1/16" OVER THE ENTIRE LENGTH.
SHOWN. THE BEAM WELDMENT SHALL BE STRAIGHT
FABRICATE MK. M-202-1 FROM WELDED PLATE AS
OTHERS.
INDICATED. EQUIPMENT INSTALLATION WILL BE BY
STEM ASSEMBLIES,STEM GUIDES, & HOIST YOKE AS
CONTRACTOR IS RESPONSIBLE FOR PROVIDING GATE,
R 1" (TYP)
CONNECTIONS
FOR FLANGE
AFTER MACHINING
5/8" MIN THICKNESS
BOTTOM PLATE
ATSM A105
FACE FLANGE PER
400# SLIP-ON FLAT
DOWNSTREAM ELEVATION FALLS EMERGENCY GATE - SECTION
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13"8 14"8
71'-3
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" ECCENTRICITY8
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SCALE: 6"=1'
2" 4"1"
N .P
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WHEEL ASSEMBLY
ITEM QTY. DISCRIPTION MARK
WHEEL
AXLE
BEARING COVER
SEAL RETAINER
BEARING RETAINER
MK M-502-3
MK M-502-8
MK M-502-5
MK M-502-6
6 1 AXLE RETAINER MK M-502-7
MK M-502-4BEARING SLEEVE17
8 1 -
MCMASTER #9557K258 OR EQUAL
WIDTH, DASH NUMBER 261
" FRACTIONAL8
1EPDM O-RING
9 1 -
10 14 -
STAINLESS STEEL
LONG W/LOCK WASHER
"-16, 1"8
3HEX HEAD SCREW
MCMASTER #50785K113 OR EQUAL
" NPT4
1DRIVE,
BRASS PIPE PLUG W/HEX HEAD
MCMASTER #5475A24 OR EQUAL
CIRCLE DIAMETER
HOLES ON THE SIDE FOR 4"
**PIN SPANNER WRENCH FOR
EQUAL
CHESTERTON EPS 30K OR
" WIDE2
1SEAL 5.5" ODx4.5"IDx
"-13,1.5" LONG, STAINLESS STL.2
FLAT SOCKET HEAD SCREW
STAINLESS STEEL
1.75" LONG W/LOCK WASHER
"-13,2
1SOCKET HEAD SCREW
NOTES:
CLOSING THE COVER
FILL WITH GREASE BEFORE
WITH GUIDE SHOE
WHEEL/AXLE ASSEMBLY
FINAL ADJUSTMENT
LOCATIONS AFTER
STRUCTURE AT THREE
TACK WELD TO GATE
S-402 FALLS EMERGENCY GATE
S-401 FALLS SERVICE GATE
FOR GATE ASSEMBLIES SEE:
5.
4.
3.
2.
1.
WASHERS: ASTM F436, SS316
NUTS: ASTM A194 GRADE 8M
FASTENERS: ASTM A193 GRADE B8M CL.2
FOLLOWS:
UNLESS OTHERWISE INDICATED, ALL STAINLESS STEEL HARDWARE SHALL BE AS
ALL VISIBLE EDGES OF ALL FASTENERS AFTER ASSEMBLY.
COAT THREADS OF ALL BOLTS & NUTS WITH LOCTITE BLUE 242 OR EQUAL & PAINT
ONLY.
QUANTITIES SHOWN ON THIS DRAWING ARE FOR ONE WHEEL AXLE ASSEMBLY
SEE M-502 FOR WHEEL & AXLE DETAILS.
ALL DIMENSIONS ARE IN INCH UNLESS OTHERWISE SPECIFIED.
MK M-502-2
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.2
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0.125" ECCENTRIC
5.72"
2.25"
5.72"
22.00"
16.28"
15.72"
11.95" (REF.)
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0.56"
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0.50"
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" NPT4
" TAP16
DRILL THRU.
TYP. ALL EDGES
1CHAMFER
THE REST OF AXLE, SEE SECTION A-A.
" ECCENTRIC TO8
1** NOTE: THIS PART TURNED
SCALE: 6"=1'
2" 4"1"
(N O
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M-502
A
D
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.4
(x4) DRILL DIA. 0.39"
D
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.9
SCALE: 6"=1'
2" 4"1"
UNIT WT.: 97 LB.
H1150, MIN YIELD=105 KSI
MATERIAL: ATSM A564 TYPE 630
USEFUL DEPTH
"-13, 1.25" MIN.2
(x6) DRILL & TAP FOR
B.C.
DIA.2.00"" NPT4
", TAP16
DRILL THRU.
SCALE: 6"=1'
2" 4"1"
UNIT WT.: 2 LB.
A572 GR. 50
MATERIAL: STEEL ATSM
" THRU16
9DRILL
SPACED)
(x6 EQUALLY
SCREW, (x8 EQUALLY SPACED)
" FLAT SOCKET HEAD2
1FOR
" DIA. & COUNTERSINK16
9DRILL
TYP. ALL EDGES
1CHAMFER
SCALE: 6"=1'
2" 4"1"
" FLAT SOCKET HEAD SCREW2
", COUNTERSINK FOR16
(x6 EQUALLY SPACED) DRILL
SPACED)
(x8 EQUALLY
" DIA.16
7DRILL
DIA 3.00"
SCALE: 3"=1'
3" 6" 9" 12"
SCALE: 3"=1'
3" 6" 9" 12"
RO.19
(N O
T E
(N O
T E
SUPPLIER.
FINALIZED BY BEARING
** NOTE: TOLERANCES TO BE
SCALE: 3"=1'
3" 6" 9" 12"
UNIT WT.: 10 LB.
BEARING OR APPROVED EQUAL
RBC LUBRON AQ30 SELF LUBRICATING
MATERIAL: ATSM B148-C95500 (BASE)
(N O
T E
TYP. ALL EDGES
1CHAMFER
RO.75
RO.13
SCALE: 6"=1'
2" 4"1"
" (MIN.)2
1 TO 363 BRINELL TO A DEPTH OF
** NOTE: WHEEL RIM TO BE HARDENED TO 321
TESTED PER ASTM A504.
** NOTE: WHEEL RIMS TO ULTRASONIC
UNIT WT.: APPROX 173 LB.
MATERIAL: ATSM A564 TYPE 630 H1150, MIN YIELD=105 KSI
UNIT WT.: 3.5 LB.
B 169 ALLOY 614 HARD
MATERIAL: ALUMINUM BRONZE ASTM
MAKE: 24
MK M-502-4
MAKE: 24
MK M-502-8
UNIT WT.: 9.5 LB.
MATERIAL: ATSM A276 TYPE 316
MAKE: 24
MK M-502-7
MAKE: 24
MK M-502-3
MK M-502-2 (DIA 16") MAKE: 24
UNIT WT.: 3.5 LB.
MATERIAL: ATSM A276 TYPE 316
MAKE: 24
MK M-502-6
MAKE: 24
MK M-502-5
N .P
A Y
N E
DRILL THRU
DIA. 0.31"
R 0.125
LG SCREW
"-16 x 1"8
3FOR
(x8) DRILL & TAP
LG SCREW
"-13 x 1.5"2
& TAP FOR
(x8) DRILL " CHAMFER16
J U
N E
MIN. USEFUL DEPT
"-13, 1.25"2
1FOR
(x6) DRILL & TAP
SECTION A
WHEEL AXLE
AXLE RETAINER
BEARING COVER
BEARING RETAINERSEAL RETAINER
NOTES:
SLEEVE BEARING
WHEEL
6.
5.
4.
3.
2.
1.
UNLESS OTHERWISE STATED.
THE TOLERANCE FOR ALL DIMENSIONS WITH 3 DECIMAL PLACES SHOWN (.XXX) SHALL BE ±.005
UNLESS OTHERWISE STATED.
THE TOLERANCE FOR ALL DIMENSIONS WITH 2 DECIMAL PLACES SHOWN (.XX) SHALL BE ±.010
SHALL BE SHOWN ON THE CONTRACTOR'S SHOP DRAWINGS.
APPROVAL. ADDITIONALLY ALL TOLERANCES AS REQUIRED BY THE BEARING MANUFACTURER
SUBMIT PRODUCT DATA & DRAWINGS OF THE SLEEVE BEARINGS TO THE GOVERNMENT FOR
COORDINATED WITH THE SLEEVE BEARING MANUFACTURER. THE CONTRACTOR SHALL
THE TOLERANCES FOR ALL BEARING TO WHEEL & BEARING TO AXLE DIMENSIONS SHALL BE
PAINT FERROUS COMPONENTS IN ACCORDANCE WITH 09 97 02 & 05 59 13.
REQUIRES (12) �16" WHEELS.
FALLS SERVICE GATE REQUIRES (12) �16" WHEELS, AND THE FALLS EMERGENCY GATE
ROUGHNESS FOR ALL MACHINED SURFACES UNLESS OTHERWISE SHOWN.
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C E T
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D
IA
(QTY 3)
MK. M-504-1
(QTY 6)
WASHER
1" STAINLESS STEEL
(QTY 6)
1" TOTAL HEIGHT
STEEL HEX NUT (CASTELLATED)
1"- 8 UNC 2B STAINLESS
(QTY 3)
MK. M-504-2
(QTY 6)
COTTER PIN
" STAINLESS STEEL16
(QTY 3)
MK. M-504-3
(QTY 6)
STAINLESS STEEL WASHER
(QTY 6)
STAINLESS STEEL NYLOCK LOCK NUT
(QTY 8)
STAINLESS STEEL LOCK NUT
LG (QTY 8)
"4 3"-13 X 1-2
1316 STAINLESS STEEL,
ASTM A193, SOCKET HEAD CAP SCREW
(QTY 6)
STAINLESS STEEL WASHER
(QTY 6)
STAINLESS STEEL CASTELLATED NUT
TO THE PROJECT FOR USE
IN GUIDES PRIOR TO SHIPMENT
SHOP TEST FIT OF STEM
NOTE 5
(QTY 3)
MK. M-504-1
(QTY 2)
MK. M-504-5
1'-5"
1'-2"
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M-503
SHEET ID
J F
U H
R
R S
P A
R K
S
P
D E
W E
E S
E
A M-503
A M-503
SIDE PLATES
" BETWEEN4
A M-503
N .P
A Y
N E
J U
N E
NOTES:
7.
6.
5.
4.
3.
2.
1.
ROLLER ASSEMBLY
STEM GUIDE ROLLER ASSEMBLY
(NOT SHOWN)
(QTY 8)
" STAINLESS STEEL WASHER2
(QTY 6)
NYLOCK LOCK NUT
STAINLESS STEEL
" - 13 UNC 2B2
(QTY 6)
SOCKET HD. CAP SCREW
STAINLESS STEEL
" - 13 UNC 2A x 1-ƒ" LG2
TYP.
(NOTE 6)
EPOXY ANCHORS
" STAINLESS STEEL4
SCALE: 6"=1'
2" 4"1"
SCALE: 6"=1'
2" 4"1"
SCALE: NTS
ISO VIEW
(QTY 1)
GUIDE BASE
MK. M-504-4
(QTY 2)
SIDE PLATE WELDMENT
MK. M-504-7
FASTENERS & PAINT ALL VISIBLE EDGES OF ALL FASTENERS AFTER ASSEMBLY.
COAT THREADS OF ALL BOLTS & NUTS WITH ANTI-SIEZE COMPOUND INTENDED FOR USE ON STAINLESS
MANUFACTURED BY HILTI OR EQUAL.
PROVIDE EPOXY ANCHORS OF THE HIT-RE V3 EPOXY/HAS THREADED STAINLESS STEEL ROD TYPE AS
INSTALLED PER MANUFACTURER'S INSTRUCTIONS.
INSTALL A MINIMUM OF 3 LBS OF ANODES TO EACH SIDE OF EACH WELDMENT. ANODES SHALL BE
WASHERS: ASTM F436, SS316
NUTS: ASTM A194 GRADE 8M
FASTENERS: ASTM A193 GRADE B8M CL.2
UNLESS OTHERWISE INDICATED ALL STAINLESS STEEL HARDWARE SHALL BE AS FOLLOWS:
SEE M-504 FOR DETAILS.
COMPONENTS ARE TO BE FULLY ASSEMBLED AS SHOWN.
ASSEMBLIES ARE REQUIRED. BASE PLATE MK. M-504-4 IS TO BE SHIPPED LOOSE. ALL OTHER
QUANTITIES SHOWN ON THIS DRAWING ARE FOR ONE GUIDE ASSEMBLY ONLY. A TOTAL OF (3) GUIDE
TYP
THD. LG
1.44"
ASSEMBLY
DRILL AFTER
.38" TYP
.2
9.00"
.0
AS SHOWN
BOTH ENDS
1"-8 UNC 2A
.0
14.00"
9.00"
.5
4.50"
.2
.0
1.25"
.75"
.8
2.75"
.69" 1.38"
.0
.0
.5
.0
.2
.2
2.50"
6.50"
.7
.3
.7
2.00" 2.50"
.5
.0
17"
"4 11 "4
11"4 14 "4
"4
"8
.6
F
IN
"16
F
A B
F
A B
F
A B
.7
F
IN
.5
.3
"2
"32
"2
(QTY 3)
" BOSS2
1DIA. 2
" PLATE2
SURFACE
BOTTOM
PAINT
DO NOT
SCREW
" FLAT HD. SOCKET2
& COUNTERSINK FOR
" DIA. DRILL THRU16
" x 45° TYP4
(2 HOLES)
" DIA. FOR COTTER PIN64
13DRILL
2.50"
5.00"
.8
1.19" TYP
12.81" TYP
6.41" TYP
T
Y P
.5
T Y
P
DRILL THRU16
94X Ø
3X Ø 1.015 THRU
WITH MATCHING HOLES IN PAIRED PLATE
ALL HOLES MUST BE IN LINE
(MACHINE AS PAIRS - 1 PAIR REQUIRED PER GUIDE ASSEMBLY)
FOR MK. M-504-2
(8 HOLES)
.81" DIA. COUNTERBORE, .75" DEEP
" DIA. DRILL THRU
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0 3" 6" 9" 12"
SHEET ID
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P
D E
W E
E S
E
N O
T E
N O
T E
SLEEVE
MK. M-504-3
MAKE: 9
MATERIAL: SAE 841 BEARING BRONZE (OILITE)
UNIT WT.: .85 LB
N O
T E
ROLLER SHAFT
SCALE: 6"=1'
2" 4"1"
MK. M-504-2
MAKE: 9
MATERIAL: ASTM A564 TYPE 630, COND. H1150
UNIT WT.: 3.0 LB
.3
R
N O
T E
ROLLER
MK. M-504-1
MAKE: 9
MATERIAL: ASTM D638-10 (UHMWPE, 65-70 DUROMETER)
UNIT WT.: 4.5 LB
.50" TYP
R
GUIDE PAD
.2 T
Y P
R MK. M-504-5
MAKE: 6
MATERIAL: ASTM D638-10 (UHMWPE, 65-70 DUROMETER)
UNIT WT.: .85 LB
SHIM
MK. M-504-7
MAKE: 48
" THICK16
MATERIAL: STAINLESS STEEL
SCALE: 3"=1'SCALE: 3"=1'
GUIDE SHOE
MK. M-504-6
GR. 316
MATERIAL: ASTM A276-17
UNIT WT.: 5.5 LB
NOTES:
5.
4.
3.
2.
1.
SCALE: 3"=1'
MATERIAL: ASTM A572 GR. 50
UNIT WT.: 108 LB
MK. M-504-4
MAKE: 3
ALLOW FOR FIELD WELDING.
INSIDE THE HATCHED AREA TO
NOTE: THERE SHALL BE NO PAINT
GUIDE BASE
T Y
P
1" T
Y P
R
+.005
- .000
W01
MT 10%
TYP.
SCALE: 3"=1'
MATERIAL: ASTM A572 GR. 50
UNIT WT.: 108 LB
MK. M-504-7
MAKE: 6
PLATE WELDMENT
GUIDE SIDE
SCALE: 6"=1'
2" 4"1"
SCALE: 6"=1'
2" 4"1"
0 3" 6" 9" 12"
0 3" 6" 9" 12"
SCALE: 6"=1'
2" 4"1"
0 3" 6" 9" 12"
MAKE: 6
TYP.
MT 10%
.41" TYP
R
N .P
A Y
N E
DRAWINGS. COORDINATE FINISH.
PRESS FIT SLEEVE (MK. M-504-3) INTO ROLLER (MK. M-504-1). COORDINATE FIT WITH UHMWPE SUPPLIER. TOLERANCED FIT SHALL BE SHOWN ON CONTRACTOR SHOP
DRAWINGS. FINISH OF PIN IS TO BE IN ACCORDANCE WITH SLEEVE MANUFACTURER'S RECOMMENDATIONS.
ROLLER PIN (MK. M-504-2) MUST SLIP FIT (RC7) INSIDE OF SLEEVE (MK. M-504-3). FIT SHALL BE COORDINATED WITH MANUFACTURER AND SHOWN ON CONTRACTOR SHOP
FOR GUIDE ASSEMBLY SEE DRAWING M-503.
THE TOLERANCE FOR ALL DIMENSIONS WITH 3 DECIMAL PLACES SHOWN (.XXX) SHALL BE ±.005 UNLESS OTHERWISE STATED.
THE TOLERANCE FOR ALL DIMENSIONS WITH 2 DECIMAL PLACES SHOWN (.XX) SHALL BE ±.010 UNLESS OTHERWISE STATED.
J U
N E
" MK M-505-1 (FALLS SERVICE)8
524'-11
" MK M-505-2 (FALLS EMERGENCY)8
322'-11
"2
"8 5Ø 6
D
IA
Ø3.990"
1"1"
Ø .0
1/4 " SHIM
7.00"
.530"
.525"
.0
1.00" 6.00"
.50"
1 "
4.50"
"2
"8
M-505
J F
U H
R
R S
P A
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S
S T
E M D
E T
A
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S
S E
R V
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M E
R G
E N
C Y G
A T
E P
D E
W E
E S
E
MAKE: 2
MK M-505-9 MATERIAL: AS INDICATED
NOTE: ALL STEMS SHALL BE STRAIGHT TO WITHIN ±1/8" OVER THE LENGTH.
(NOTE 3)
MAKE: 1
MK M-505-1
MAKE: 2
MK M-505-2
NOTE: DO NOT PAINT SURFACE OF PIN
MAKE: 3
MK M-505-7 MATERIAL: ASTM A668-19 CL. L
MAKE: 3
MK M-505-8
ASTM A36-14
MATERIAL: STRUCTURAL STEEL
" R
NOTE: DO NOT PAINT PIN BEARING AREA ON LUG
SCALE: 3"=1'
3" 6" 9" 12"
SCALE: 6"=1'
2" 4"1"
SCALE: 3"=1'
3" 6" 9" 12"
SCALE: 3"=1'
3" 6" 9" 12"
SCALE: 6"=1'
2" 4"1"
MATERIAL: ASTM A668-19 CL. G (NOTE 1)
MAKE: 3
MK M-505-6
SCALE: 6"=1'
2" 4"1"
MATERIAL: ASTM B505, C93200
MAKE: 3
MK M-505-10
MATERIAL LIST FOR ONE ASSEMBLY
WT.(lbs)DESCRIPTIONQTY
5.0
PL 1/4 x Ø12 1/2 OD x Ø7 ID1
2.5
PL 1/8 x Ø12 1/2 OD x Ø7 ID2
1.3
PL 1/16 x Ø12 1/2 OD x Ø7 ID2
N .P
A Y
N E
MATERIAL: ATSM A53-18, TYPE S, GR. B, SCH. 80 (XS)
MATERIAL: ATSM A53-18, TYPE S, GR. B, SCH. 80 (XS)
J U
N E
NOTE: STRESS RELIEF REQUIRED PER AWS D1.5 AFTER WELDING & PRIOR TO FINAL MACHINING.
NOTE 5
NOTE 5
7" OD.
CYLINDER ROD CONNECTOR
NOTES:
6.
5.
4.
3.
2.
1.
MK. M-505-6
(NOTE 4)
CJP NOTE 5
FLANGE ASTM A-105
AND GROOVE FEMALE
400# SLIP-ON TONGUE
NOTE 5
PIPE STEM
GATE PIN
RETAINER PLATE
*V A R
IE
S
SUIT PIPE I.D.
* DIAMETER TO
"16 1R
" R2
MIN
PICKUP LUG
ASTM A105
FACE FLANGE PER
400# SLIP-ON FLAT
.0
.0
"-12 UN 2B2
- 0.005 +0.000
PIPE STEM ASSEMBLY
PROVIDE WITH
MK.M-505-10 SHIM PACK
SHIM PACK
"2
1DIA. 12
" B.C.8
DIA. 7
"x45° CHAMFER.12
- .005 +.015
(2 HOLES)
Ø.56" DIA. DRILL THRU
EQUALLY SPACED @ 30°
12 X Ø1" DRILL THRU
PAINT ALL ITEMS ON THIS DRAWING WITH PAINT SYSTEM SPECIFIED IN 09 97 02 UNLESS OTHERWISE INDICATED.
FOR STD. PIPE.
FILLET WELDS. THE FILLET WELDS SHALL BE �1/2" IN SIZE FOR XXS PIPE, 3/8" IN SIZE FOR SCH. 80 PIPE, AND SHALL BE‚ 1/4" ON THE OUTSIDE OF THE FLANGES. ALL FLANGES SHALL ALSO BE WELDED TO THE PIPES ON THE INTERIOR USING
ALL 400# FLANGE TO PIPE STEM CONNECTION SHALL BE MADE USING COMPOUND GROVE/FILLET WELDS AS INDICATED
SPECIFICATIONS.
SHALL BE INSPECTED IN ACCORDANCE WITH THE FRACTURE CRITICAL MEMBERS CRITERIA PROVIDED IN THE
ALL PICKUP LUG TO PIPE STEM WELDS SHALL BE MADE WITH COMPLETE JOINT PENETRATION WELDS. THESE WELDS
VERIFY THE REQUIRED LENGTHS.
LENGTHS OF PIPE STEMS ARE BASED ON ORIGINAL CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL FIELD
REQUIREMENTS & REQUIREMENTS SPECIFIED IN 05 59 13.
100 PERCENT MT ALL FILLET WELDS. ALL WELDING IS TO BE PERFORMED & INSPECTED IN ACCORDANCE WITH AWS D1.5
A388 PER SUPPLIMENTAL REQUIREMENT S7.1 OF ASTM A668-19.
ADDITIONALLY, THE LUG SHALL BE ULTRASONICALLY TESTED IN ACCORDANCE WITH LATEST ISSUE OF PRACTICE ASTM
CARBON CONTENT SHALL NOT EXCEED .35% CARBON PER SUPPLIMENTAL REQUIREMENT S4.1 OF ASTM A668-19.
RED IN AREA
ELONG: MIN OF 20%
UTS: 70 KSI MIN.
GR. 1026 TUBE
ASTM A519 SEAMLESS
STEEL PIPE
" O.D.8
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" REF16
S E
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" MAX PROJECTION (NOTE 9)4
M-506
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SCALE: N.T.S.
MANUAL CRANK & GATE STEM DETAILS - SERVICE GATE ONLY
UPSTREAM ELEVATION
SECTION A-A
NOTES:
A
M-506
A
M-506
(NOTE 2)
(SEE SPECS)
AWWA C560 GATE
STANDARD
12" X 12"
(SEE SPECS)
& BRACKET
THRUST BEARING
GUIDE BRACKET
MK. M-507-1
M-507)
(SEE DETAIL ON
FLEXIBLE JOINT
GUIDE BRACKET
MK. M-507-1
GUIDE
MK. M-507-2
(SEE SPECS)
WITH ORIGINAL GATE
HOIST PROVIDED
ORIGINAL ARMCO
L
H O
IS
T C L
C
SCALE: 3/4"=1'
FACE
SEALING
2'0 1' 4'
GUIDE BRACKET
MK. M-507-4
O P
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A T
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A C
K G
A T
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S S
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B L
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(SEE SPECS)
ASSEMBLY
UPPER STEM
MK. M-506-1
GUIDE
MK. M-507-3
(SEE SPECS & M-507)
SQUARE BAR WELDMENT
MK. M-506-2
TURN SLOT WELDMENT
MK. M-506-3
SEE M-507
FOR TURNSLOT DETAIL
(SEE M-507)
FLEX JOINT
DRAWINGS.
& STRUCTURAL
DETAIL SEE M-507
THROUGH GATE
FOR PENETRATION
(SEE SPECS)
GATE STEM
STD WEIGHT PIPE
Ø2" STAINLESS STEEL
STEM EXTENSION
MK. M-506-4
MK. M-506-4
N .P
A Y
N E
INDICATED.
NO PART OF THE PIGGY BACK GATE OR STEM BRACKETS SHALL EXCEED DIMENSION
BACK GATE MANUFACTURER.
COORDINATE THE REQUIRED SPACING OF THE BRACKET AND BEARING WITH THE PIGGY
SURFACE OF SKIN PLATE.
STEM CENTERLINE BASED ON ORIGINAL GATES. DISTANCE SHOWN IS FROM UPSTREAM
OTHERWISE.
TO BE ASTM A193 B8M CL.2 WITH MATCHING WASHERS & NUTS UNLESS STATED
PROVIDE EQUIPMENT FULLY ASSEMBLED TO GATE AS INDICATED. ALL FASTENERS ARE
CONTINUOUS 1/4" FILLET WELDS.
ALL GUIDE & THRUST BEARING BRACKETS SHALL BE WELDED TO THE GATE USING
HARDNESS OF 250.
STRESS RELIEVING TREATMENT REQUIRED PRIOR TO OIL QUENCHING TO A BRINELL
THE TURN SLOT SHALL CONFORM TO ASTM A276 TYPE 410. PREHEAT & POSTHEAT
SURFACE SHALL HAVE A BRINELL HARDNESS OF 220 FOR THE TOP 3 FT OF THE ROD.
PREHEAT & POSTHEAT TREATMENT REQUIRED PRIOR TO QUENCH HARDENING. THE
OTHERWISE. THE SQUARE 1-1/2" ROD SHALL CONFORM TO ASTM A276 TYPE 410 S.S.
ALL MATERIALS ARE TO BE AS NOTED ON THE ORIGINAL DETAILS UNLESS STATED
BACK GATE MANUFACTURER. SEE CONTRACT SPECIFICATIONS FOR DETAILS
TRANSITION COUPLING FOR THE PIGGY BACK STEM IS TO BE PROVIDED BY THE PIGGY
GUIDES, & TURNSLOT REQUIRED AT ELEVATION 242.0. THE THRUST BEARING &
STEM LOCATED BELOW THE TOP FLANGE INDICATED. THIS INCLUDES PIPE, COUPLINGS,
CONTRACTOR IS TO PROVIDE ALL COMPONENTS ASSOCIATED WITH PIGGY BACK GATE
WHICH THE DETAIL WAS TAKEN HAS BEEN INCLUDED AS RM001.
ORIGINAL GATE INSTALLATION CONTRACT DRAWINGS. THE ENTIRE DRAWING FROM
MANUAL CRANK & STEM DETAIL ON THIS DRAWING IS FROM THE "AS CONSTRUCTED"
9.
8.
7.
6.
5.
4.
3.
2.
1.
" (NOTE 7)2
" NEOPRENE RUBBER2
" OD4
" BOTTOM PLATE2
GUIDE
MK. M-507-2
GUIDE
MK. M-507-2
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FLOW
3"
5"
9"
"2
7"
"2
"2
"2
1'-2
11"
"2
3.00" (MK. M-507-3)
5.00"
7"
"8
6"
"16
"4
2'-2" (REF)
(R
E F
"2
"2
12"
2"
2.50"
.0
3.50"
"2
2.50" (MK. M-507-2)
.5
2"
M-507
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MAKE: 2
MK M-507-1
ASTM A36
MATERIAL: STRUCTURAL STEEL
MAKE: 2
MK M-507-2
D
IA
"4
DUROMETER 64 SHORE D
MATERIAL: UHMW NATURAL
MAKE: 1
MK M-507-4
ASTM A36
MATERIAL: STRUCTURAL STEEL
L PIPEC
"8 76"X
SLOT 2X
ADJUSTMENT
P
"4
"2 1L P
MAKE: 1
MK M-507-3
SCALE: 3"=1'-0"
=1'-0"3"SCALE:
"=1'-0"3SCALE:
SCALE: N.T.S.
SCALE: 3"=1'-0"
NOTE:
1/2" NEOPRENE PAD
5-3/4" OD X 1" PLATE WITH TAPPED HOLES
IN TOP PLATE
EQUALLY SPACED TO MATCH HOLES
5-3/4" OD X 5/8" PLATE WITH 6 BOLT HOLES
SCALE: 6"=1'-0"
& LOCK WASHER
HEX HEAD CAP SCREW
STAINLESS STEEL
PIGGY BACK GATE STEM
HOUSING
(TOP & BOTTOM)
THRUST WASHERS
HOUSING CAP
SCALE: 3"=1'-0"
(4) HOLES
DRILL
MK. M-507-3
(STAINLESS STEEL)
NYLOCK NUT
(2) FLAT WASHERS
HEX HEAD CAP SCREW
"X 8" X 7"4 3L
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BUSHING
"4
"4
"2 1L 1"x 8"x 14 P
(NOTE 5)
1-3/4" MOUNTING PLATE
SCALE: 3"=1'-0"
COPE WEBS
MOUNTING PLATE
(NOTE 5)
12" X 12" PIGGY BACK GATE
PIGGY BACK GATE IS TO BE FULLY INSTALLED TO MAIN GATE.
PATTERN.
STRESS RELIEVED. DRILL & TAP PLATE TO MATCH PROVIDED GATE MOUNTING
OVERSIZED & SURFACE MACHINED AFTER PLATE IS WELDED IN PLACE &
DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. THE PLATE IS TO BE
HEIGHT AND WIDTH OF MOUNTING PLATE MUST ACCOMODATE PROVIDED GATE.
FOR TURN SLOT & FLEXIBLE JOINT WELD DETAILS SEE DRAWING M-506.
THRUST BEARING TO BE PROVIDED BY PIGGY BACK GATE MANUFACTURER.
DETAILS.
SHOP PAINT ALL COMPONENTS PRIOR TO SHIPMENT. SEE SPECIFICATIONS FOR
SEE M-506 FOR DETAILED PIGGY BACK ARRANGEMENT.
6.
5.
4.
3.
2.
1.
R
1/2"-13 UNC THD.
HEX HEAD CAP SCREW
STAINLESS STEEL
6"0 3" 1'
3"0 6"1-1/2"
SCALE: 3"=1'-0"
SCALE: 6"=1'-0"
" SKIN PLATE2
"4
(SEE SPEC)
MOUNTING BOLTS
" PLATE -TYP8
" SKIN PLATE2
FLOW
TYP
STEM EXTENSION
MK. M-506-4
N .P
A Y
N E
WASHER & LOCK WASHER
"-11 S.S.BOLT8
STAINLESS STEEL
1-1/2" SQUARE BAR WELDMENT
MK. M-506-2 FOR WELD DETAILS
NOTE: SEE STRUCTURAL DRAWNGS
MACHINE 0.25"
J U
N E
GUIDE BRACKET WELDMENT
GUIDE
TURN SLOT DETAIL
PIPE GUIDE DETAIL
THRUST BEARING DETAIL
"16
BOTTOM FLEXIBLE JOINT DETAIL
GATE PENETRATION ELEVATION - UPSTREAM
GATE PENETRATION DETAIL
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| Falls Dam Binder 06032021.pdf |
| M-201 |
| M-202 |
| M-501 |
| M-502 |
| M-503 |
| M-504 |
| M-505 |
| M-506 |
| M-507 |
| RM-001 |
| 2021-06-15T11:07:47-0400 | |
| MORGAN.STEVEN.P.1229735086 |
| 2021-06-15T05:34:37-0400 | |
| William A. Miller, P.E. |
| 2021-06-14T12:36:24-0400 | |
| DEWEESE.PATRICK.W.1542348379 |
| 2021-06-15T16:09:26-0400 | |
| MANNING.JASON.BROCK.1237616657 |
| 2021-06-16T08:02:40-0400 | |
| WILLIAMS.GREGORY.LEIGH.1057719334 |
| 2021-06-15T10:56:55-0400 | |
| SULLIVAN.DAVID.P.1229729760 |
File details come from the government source that posted it. Updated .